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x4 Post e'o.c.
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Roil 61
Post -00
FG. FG. 2! SCALE /"-40�
P.C.C. Footing
Terminate of � I
R/W B.C.
12 Sta. 9445 1
R1 W
Install St. Tree
r �typ ® Imtoll St. Light �f~__
M
per Std. 601,2 4 10+00.00 C1 HILLSIDE=
HILLSIDE -71 ROAD 1 -40+50.28 CLHELLMAN
"-� 7•+00 8+00 CONST A.C. OVERLAY 9+ Reloc. STOP Sign..t."
M AG Feather N Adj. yYbter Vohres to Grade (4)
Remove Exist Pvmt
ID M
CONST PVMT. TRANS. CONST. PCC. CaG,
-""CONST A.G. 45E .I 3+ 7. 8 F) CUT 14
�, �T
RIW40+08_.38 6C.R
MATCH LINE
5.56 TC 7.31 TC Gfl T.C�76.47 (800
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Z CURVE DATA
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W 1
R=20'
k, A = 89052'20"
L =31.37
T= 19.96
HILLSIDE
Mnstatl Extruded Concrete
W 33' R/W 33' R/W w Fehce per Detail Na 1010
2 13'± 22' II' z Prepair Parkway
_! I_J per Std 1003
a� l �fConst. Extrud. Conc. Fence
Cut Line
I/4"Lip D
0 2min. Feather 0
Z
max. '
1 x slope varies, ;rn. -�,,f
`• Const. PC. C. Curb SGutter, 8"CF, 18"gutter
Exist. E.P Const. 0.20' IB -AR -4000 AC. Base
Cut Clean Streight Vert. Edge
Const. 0.10' IC -AR -4000 A.C. Overlay
Exist Pvmt. To Remain In Place
TYPICAL SECTION - HILLSIDE
NTS
M
EXIST. E. T.C.
50.00 r J _
a
-�✓� ]PROFILE ;
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1 SCALES1 _�°�
37.00 38+00 39+00 40-00 {
PLAN
sock
Exist 12' Equest Easmt. eo p w
11 St Trees m L!
SCALE /"s 40' Y 'td.601,2,4 ,� 93 J �
8 Exist. PC.C. DA.,W=12' -+,� oo 01
N
M
Z M S'ta.39+ i
Constr PC. A. M
R m n stall St Light per 2 to, ..... � / 1
INSTALL TRAFFIC MARKERS (2) S . F C. CO T. Z0
1
►n CONST. AC. BERM TRANS. --
N .res
-m A.C. FEATHER N
37+00 38+00 25` 39+00 40+00
N HELLMAN AVENUE CONSTO." Ac ovERLAY
� M N
is=rs as
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R/W
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ESTIMATED QUANTITIES
ITEM
DESCRIPTION
QUANTY
UNIT
1
0.10' IC -AR -4000 AC. 7785 sq. ft
58
TONS
2
0.20' IB -AR -4000 AC. 2030sq.ft
30
TONS
3
PC.C. CURBS GUTTER 8"CF 18"GUTTER
415
LF
4
ADJ. WATER VALVES TO GRADE
4
EA.
5
REL C. STOP SIGN
I
EA.
6
REMOVE EXIST AC. BERM & PVMT.
200
L.F
7
CONST A.C." BERM
27
L.F
8
INSTALL TYPE " L " MARKERS
2
EA.
19
EXTRUDED CONCRETE FENCE
88
LF
PC.C. DRIVE APPROACH T=6
285
S.F
E12I
STREET TREES
6
EA.
STREET LIGHTS 5800LUM.
2
EA.
w
HELLMAN
33' R/
Z_ 1 I' 22 2 2' I I' Z
J'
3 9.5'± 12.5'± I �
al 3
Remove Exisl Berm 10 Cut Line I °C
Cn 1/4" Lip F'
W 2'min. Feather cn
w
2:1max.� 1/4" per Ft -�. �-2%'- _
� i- � frn�rrrg,nsrr
ni Iff L*.- Exist C 8 G
L
Exist. Pvmt. To Remain In Place
Const 0.10' IC -AR -4000 A.C. Overlay
Cut Clean Streight Vert. Edge
Const 0.20' IB -AR -4000 A.C. Base
Const. PCC. Curb & Gutter, 8" CF, 18" Gutter
TYPICAL SECTION -- HELLMEN
N.T. S. -
GENERAL NOTES
`1. All pipelines, substructures, utility poles, utility meters, valves, hydrants, etc.
I of any kind shown or not shown on these plans within the right-of-way or adjacent
areas where improvement work is to be done shall be removed or relocated as required
at no cost to the City.
2, Any Contractor performing work in this project shall familiarize himself with the site
and shall be solely responsible for any damage to existing facilities resulting directly
or indirectly from his operations, whether or not such facilities are shown on these
plans.
3. Shading on street plans indicate A.C. pavement on approved base to be installed.
4. A permit will be obtained from the City of Rancho Cucamonga Engineering Department
prior to any encroachment or construction within City of Rancho Cucamonga easements
7000 or tights -of -way.
S. Adequate Stakes shall be set by the Engineer to enable the Contractor to construct
the work to the plan grades.
6. Subgrade stakes, driven to the paveniettt subgrade elevation shall be set by the Con-
tractor or Engineer, the stakes shall be set at all hinge points and crown points within
0.01 foot of subgrade elevation and at not more than 50 foot intervals. Additional
stakes may be needed at warped or vertical curve areas, subgrade stakes shall be in
place prior to paving to permit spot checking of subgrade by inspection personnel.
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7. All sewer, water and gas laterals shall be installed prior to paving.
8. Compaction tests of embankment, tranch backfill, original ground and subgrade shall be
performed at no cost to the City of Rancho Cucamanga. A written report with these
170.00 compaction tests results shall be submitted to the City Engineer for approval prior
to the placement of base materials and/or surfacing.
9. At the completion of paving, a uaterials report shall be submitted to the City
Engineer listing all tests or determinations completed to verify:
(a) R Value, sieve analysis and sand equivalent of aggregate base.
(b) Stability, oil content and sieve analysis of asphalt surfacing.
10. When asphalt concrete is placed on native soil which consists of a rocky material, the
subgrade Shall be prepared by removing all rocks which protrude above the subgrade and
all voids or depressions shall be filled with a fine grade material of a quality
better than the native material.
11. A soils sterilani registered by the E.P.A. for use under A.C. and P.C.C. shall be
uniformly applied to the subgrade at manufacturer's recommended rate prior to
70.00 paving.
17. Estimate of quantities is provided by the Engineer only for the convenience of the
Developer. The contractor shall make his own determination of construction quantities
before submitting a bid. Any item of work required by these plans which is not
specifically listed in the estimate of quantities shall be considered as included in
the other items of work.
13. All work shall be done in accordance with these plans and City standards and specifi-
cations. Contractor shall be familiar with and shall be responsible for adherance
to these standard specifications.
14. City approval of plans does not relieve the Developer from responsibility for the
correction of errors and omissions discovered during construction. Upon request
the required plan revisions shall be promptly submitted to -the City -Engineer for
approval. ,
40+50.28(L HELLMAN =
=10+00.00 CLHILLSIDE
TREE SCHEDULE
HILLSIDE. Ave. - Brisbane Box
HELLMAN Ave. - Eucalyptus Polyanthemos
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No Sea/0
HILLSIDE
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